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    Axial Stress-Strain Response of HDPE from Whole Pipes and Coupons

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 010
    Author:
    J. A. Cholewa
    ,
    R. W. I. Brachman
    ,
    I. D. Moore
    DOI: 10.1061/(ASCE)MT.1943-5533.0000320
    Publisher: American Society of Civil Engineers
    Abstract: High-density polyethylene (HDPE) pipes are subjected to tensile stresses and strains in the axial direction during and after a pulled-in-place installation by horizontal directional drilling or pipe bursting. During these types of installation techniques, creep and stress relaxation are prevalent conditions acting on the pipe. Results from stress relaxation and creep experiments conducted on both whole HDPE pipe samples and coupons trimmed from a pipe’s wall are reported. Stress relaxation experiments were performed at axial strain levels of 3, 1, and 0.5%, and creep experiments were performed at stress levels of 8 and 4 MPa. The merit of testing whole pipe samples as opposed to simply testing coupons trimmed from the pipe wall is investigated by comparing the responses of the pipe samples and coupons. For the particular conditions tested, it was shown that coupons trimmed from the barrel of a pipe responded differently than the whole pipe barrel. In fact, the coupons appeared to exhibit a higher modulus than the whole pipe samples. However, the benefit of testing whole pipe samples is overshadowed by the relative ease with which experiments on coupons can be conducted.
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      Axial Stress-Strain Response of HDPE from Whole Pipes and Coupons

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/66681
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    • Journal of Materials in Civil Engineering

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    contributor authorJ. A. Cholewa
    contributor authorR. W. I. Brachman
    contributor authorI. D. Moore
    date accessioned2017-05-08T21:55:34Z
    date available2017-05-08T21:55:34Z
    date copyrightOctober 2011
    date issued2011
    identifier other%28asce%29mt%2E1943-5533%2E0000354.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66681
    description abstractHigh-density polyethylene (HDPE) pipes are subjected to tensile stresses and strains in the axial direction during and after a pulled-in-place installation by horizontal directional drilling or pipe bursting. During these types of installation techniques, creep and stress relaxation are prevalent conditions acting on the pipe. Results from stress relaxation and creep experiments conducted on both whole HDPE pipe samples and coupons trimmed from a pipe’s wall are reported. Stress relaxation experiments were performed at axial strain levels of 3, 1, and 0.5%, and creep experiments were performed at stress levels of 8 and 4 MPa. The merit of testing whole pipe samples as opposed to simply testing coupons trimmed from the pipe wall is investigated by comparing the responses of the pipe samples and coupons. For the particular conditions tested, it was shown that coupons trimmed from the barrel of a pipe responded differently than the whole pipe barrel. In fact, the coupons appeared to exhibit a higher modulus than the whole pipe samples. However, the benefit of testing whole pipe samples is overshadowed by the relative ease with which experiments on coupons can be conducted.
    publisherAmerican Society of Civil Engineers
    titleAxial Stress-Strain Response of HDPE from Whole Pipes and Coupons
    typeJournal Paper
    journal volume23
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000320
    treeJournal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 010
    contenttypeFulltext
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